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O <br /> CC-6 side ND EE-10 NW side ND <br /> ND ND OFF-llside <br /> 0 470 DD-7 side N�sidN• E F 11 ND <br /> 0 4400 O N D�7DD 8 E*•D 1D7•EE-10 NNE side <br /> O O BB-02100 390 9 ND <br /> SND <br /> BB-3 side C 5 D-6 FF_�6SND • ND <br /> •ND SNDg� FF-6 side <br /> OAA.PBB-2 BB-3(l� B 4 P, .430 EE-66ND FF-8 <br /> These borings will 110 • D �N DD-5 0 ND ND <br /> g BB-3N CC-4 NDEE-7 side FF-8 side <br /> be located adjacent •ND •33 EE-5 0 300 <br /> to Granite's property CC-30 <br /> ND (Y <br /> D 4 •ND -5 N <br /> Fast bound O DD-3 EE- V <br /> <25 04700 • <br /> FF-4 W400 <br /> 4 Fast 94 Culvert Outfall Area 1 SYD-20ND 0180 G74 <br /> 0 <25 aDD-1 ND EE-2wND 3 FF-PND O <br /> l$-Slow '� EE-1*ND <br /> 0 T-600 FF-2*40 <br /> B-<25 5-Fast <br /> 00 <25 <br /> 6800 <br /> H � H-8 6 <br /> <25 <br /> 5300 �• S-9 6 Fast 28 <br /> 4200 B-<25 0 50 100 150 200 <br /> 0 1-2 SSH 22� 30 Approximate Scale in Feet <br /> 40240 SH-lo -1230 7 <25 NOTE:Within the"Fast"and"Slow"sample locations,two <br /> L2 • J•2 L1 soil samples were collected. The"T"(top) soil samples were <br /> Sid 2e0b0 K 2 SH-11<24 900 collected from the uppermost native soil below the sandy road base. <br /> 4900 The'B"(bottom)soil samples were collected from four feet below the road base. <br /> SH-12 M- 8-Fast <br /> 320 <2; 2100 T-<25 Within all other sample locations,one sample was collected from the base <br /> B-31 <br /> of the excavation. <br /> SHELL PIPELINE, 20-INCH PIPELINE RELEASE <br /> Northeast Area Soil Sample Locations and Analytical Results, January 2008 <br /> 10 Soil sample location xxx Total Petroleum Hydrocarbons RAM <br /> Fast-fast lane as crude oil,mg/Kg(ppm) ENVIRONMENTAL <br /> Slow-slow lane ENGINEERING <br /> T_top O Proposed Boring Locations SERVICES, INC. <br /> B-bottom <br /> SH-shoulder RAM Job Number 200330 <br />